通过形桥的地铁列车的动态特征和安全运行速度值,考虑到弹性轮子
Yuexing Wu1, Qianhua Pu2, Zhaowei Chen3
1School of Civil Engineering, Hunan City University, Yiyang, China.
Scientific reports
|January 30, 2025
概括
弹性轮子减少垂直力,但在曲线地铁桥上增加横向力. 形桥上的安全列车速度不应超过60公里/小时,以获得最佳的动态性能.
科学领域:
- 车辆动力学 车辆动力学
- 桥梁工程是桥梁的工程.
- 部落学 (tribology) 是一个学科.
背景情况:
- 在曲桥上运行的地铁列车面临着独特的动态挑战.
- 了解弹性轮子和形桥梁之间的相互作用对于安全操作至关重要.
- 现有的研究往往忽略了曲桥场景中的弹性轮子的特定动态特征.
研究的目的:
- 分析地铁列车在具有弹性轮子的形桥上的动态特征.
- 为了确定在曲桥上的地铁列车的安全运行速度门.
- 调查弹性轮子对轮力和桥梁振动的影响.
主要方法:
- 建立了地铁列车形桥梁系统的合动态模型,采用弹性轮子.
- 分析了弹性轮圈和网架的机械连接特性.
- 在长短波轨道不规则下模拟的动态反应.
主要成果:
- 与固体轮相比,弹性轮子减少了垂直轮-轨道力,但放大了横向力.
- 纵向轮子的加速度下降,而侧向加速度增加了弹性轮子.
- 车桥合器的动态响应随着速度和负载的增加而加剧.
结论:
- 建议在具有弹性轮子的形桥上的地铁列车上设置60公里/小时的安全运行速度限制.
- 弹性轮子在40-140赫兹频率范围内显示了振动吸收效应.
- 与外侧相比,曲桥的内侧的振动减少更为显著.
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